The rigid structure BCD is supported as shown. Assume a = 5.4ft, b-4.3ft.c-2.4 ft.d-1.9 ft, and 0-36%. Tie rod (1) is attached at A and C with double shear pin connections, while the pin at B is attached with a single shear connection. The pins at A, B, and Ceach have a diameter of 0.625 in. and an ultimate shear strength of 83 ksi, and tie rod (1) has diameter of 0.500 in, and a yield strength of 41 ksi. Determine the allowable load P that may be applied to the rigid bear if an overall factor of safety of 2.1 is required. d

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The rigid structure BCD is supported as shown. Assume a-5.4ft, b=4.3ft.c=2.4 ft.d-1.9 ft, and 0-36%. Tie rod (1) is attached at A
and C with double shear pin connections, while the pin at B is attached with a single shear connection. The pins at A, B, and Ceach have
a diameter of 0.625 in. and an ultimate shear strength of 83 ksi, and tie rod (1) has diameter of 0.500 in, and a yield strength of 41 ksi.
Determine the allowable load P that may be applied to the rigid bear if an overall factor of safety of 2.1 is required.
(1)
D
H
Transcribed Image Text:The rigid structure BCD is supported as shown. Assume a-5.4ft, b=4.3ft.c=2.4 ft.d-1.9 ft, and 0-36%. Tie rod (1) is attached at A and C with double shear pin connections, while the pin at B is attached with a single shear connection. The pins at A, B, and Ceach have a diameter of 0.625 in. and an ultimate shear strength of 83 ksi, and tie rod (1) has diameter of 0.500 in, and a yield strength of 41 ksi. Determine the allowable load P that may be applied to the rigid bear if an overall factor of safety of 2.1 is required. (1) D H
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